Design Method for Stability in Cut-Slope under heavy rainfall

집중호우를 고려한 절토사면의 안정성 확보를 위한 설계방안

  • 이풍희 (한국도로공사 설계처) ;
  • 김종흔 (한국도로공사 구조설계부) ;
  • 전경수 (한국도로공사 구조설계부)
  • Published : 2002.10.01

Abstract

As the slope designs had simply followed some slope guidelines during 1960's∼1970's, of which the main purpose was to estimate earth work quantities in the feasibility stage, slope failures had been experienced in Korea Highways. Various site investigation methods for highway cut-slopes have been continuously developed, and major cut-slope failures caused by slope instability have rapidly reduced. The failure mode of recent cut-slope failures in highways during typhoon RUSA No.15. featured a debris flow in soil mass activated by flowing water. The study of the surface soil scour and the debris flow caused by heavy rainfall must be done to protect the cut-slope failures in the future

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